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HomeMy WebLinkAbout456M23OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF, OR HAVE SOME RIGHT, TITLE, OR INTEREST IN AND TO THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN ON THIS MAP; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY- TO PASS CLEAR TITLE TO SAID PROPERTY AND THAT WE CONSENT TO THE PREPARATION AND RECORDATION OF SAID MAP. AND SUBDIVISION AS SHOWN WITHIN THE DISTINCTIVE BORDER UPON THIS MAP. WE HEREBY DEDICATE FOR PUBLIC USE EASEMENTS FOR ANY AND ALL PUBLIC SERVICE AND UTILITY PURPOSES INCLUDING SIDEWALKS, POLES, WIRES, CONDUITS FOR STORM, SANITARY, WATER, IRRIGATION, GAS, ELECTRIC, TELEPHONE, AND TELEVISION FACILITIES, PUBLIC UTILITIES AND APPURTENANCES TO THE ABOVE, UNDER ON OR OVER THOSE CERTAIN AREAS DESIGNATED "PUE" (PUBLIC UTILITY EASEMENT). THE ABOVE MENTIONED EASEMENTS ARE TO BE KEPT OPEN AND FREE FROM BUILDINGS OR STRUCTURES OF ANY KIND EXCEPT PUBLIC SERVICE STRUCTURES, IRRIGATION OR YARD DRAIN SYSTEMS, AND APPURTENANCES THERETO, LAWFUL FENCES AND ALL LAWFUL UNSUPPORTED ROOF OVERHANGS. THE AREA DESIGNATED AS PARCEL A IS HEREBY DEDICATED TO THE CITY OF RICHMOND FOR PUBLIC USE. THE STREETS DESIGNATED BY PARCELS B THROUGH N, WAVERLY DRIVE AND QUEENSLAND DRIVE ARE NOT HEREBY DEDICATED FOR PUBLIC USE BUT ARE FOR THE USE OF THE OWNERS, SUCCESSORS OR ASSIGNS OF PROPERTY LOCATED WITHIN THE DISTINCTIVE BORDER UPON THIS MAP. THE ROADWAYS CONSTRUCTED WITHIN THESE AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION FOR THE FAIRWAYS, ALL IN ACCORDANCE WITH THE RESTRICTIONS GOVERNING THE SUBDIVISION AS DISCLOSED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. EMERGENCY VEHICLES SHALL HAVE ACCESS OVER SAID STREETS. PARCELS P, Q AND R ARE COMMON AREA, NOT INTENDED FOR OR DEDICATED TO PUBLIC USE, BUT ARE FOR THE USE OF THE OWNERS, SUCCESSORS, AND ASSIGNS OF PROPERTY LOCATED WITHIN THE DISTINCTIVE BORDER UPON THIS MAP FOR OPEN SPACE, LANDSCAPING, INGRESS, EGRESS, . UTILITIES, DRAINAGE, AND RECREATION USES, SUBJECT TO THE PROVISIONS OF THE C.C.& R.'S FOR THIS SUBDIVISION. THE AREAS DESIGNATED AS PRIVATE STORM DRAIN EASEMENT (PSDE) ARE DEDICATED FOR PRIVATE USE SUBJECT TO THE PROVISIONS OF THE C.C.& R.'S FOR THIS SUBDIVISION. THE AREA MARKED „EBMUD" (GRANTEE) 1S DEDICATED TO EAST BAY MUNICIPAL UTILITY DISTRICT AS A PERPETUAL EASEMENT FOR THE PURPOSE OF CONSTRUCTING, REPLACING, MAINTAINING, OPERATING, AND USING, AS THE GRANTEE MAY SEE FIT, FOR THE DISTRIBUTION OF WATER, A PIPE OR PIPELINES AND ALL NECESSARY FIXTURES INCLUDING UNDERGROUND TELEMETRY AND ELECTRICAL CABLES OR APPURTENANCES THERETO, IN, UNDER, ALONG AND ACROSS SAID EASEMENT, TOGETHER WITH THE RIGHT OF INGRESS TO AND EGRESS FROM SAID EASEMENT AND THE RIGHT AT ALL TIMES TO ENTER IN, OVER AND UPON SAID EASEMENT AND EVERY PART THEREOF. THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS SHALL NOT PLACE OR PERMIT TO BE PLACED ON SAID EASEMENT ANY BUILDING OR STRUCTURE, NOR D0, NOR ALLOW TO BE DONE, ANYTHING WHICH MAY INTERFERE WITH THE FULL ENJOYMENT BY THE GRANTEE, THIS PARAGRAPH NOTWITHSTANDING, GRANTOR RESERVES THE RIGHT TO LANDSCAPE THE EASEMENT AREA IN A MANNER CONSISTENT WITH THE GRANTEE'S USE; HOWEVER, SUCH USE BY GRANTOR SHALL NOT INCLUDE THE PLANTING OF TREES NOR A CHANGE IN THE EXISTING SURFACE ELEVATION (GRADE) OF ,THE EASEMENT AREA BY MORE THAN ONE (1) FOOT WITHOUT FIRST HAVING PRIOR WRITTEN CONSENT OF THE GRANTEE. THE AREA .MARKED "WCWD" (GRANTEE) IS DEDICATED TO WEST COUNTY WASTEWATER DISTRICT AS A PERPETUAL EASEMENT FOR THE PURPOSE OF CONSTRUCTING, REPLACING, MAINTAINING, OPERATING, AND USING, AS THE GRANTEE MAY SEE FIT, FOR THE TRANSMISSION OF WASTEWATER, A PIPE OR PIPELINES AND ALL NECESSARY FIXTURES INCLUDING UNDERGROUND TELEMETRY AND ELECTRICAL CABLES OR APPURTENANCES THERETO, IN, UNDER, ALONG AND ACROSS SAID EASEMENT, TOGETHER WITH THE RIGHT OF INGRESS TO AND EGRESS FROM SAID EASEMENT AND THE RIGHT AT ALL TIMES TO ENTER IN, OVER AND UPON SAID EASEMENT AND EVERY PART THEREOF. THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS SHALL NOT PLACE OR PERMIT TO BE PLACED ON SAID EASEMENT ANY BUILDING OR STRUCTURE, NOR D0, NOR ALLOW TO BE DONE, ANYTHING WHICH MAY INTERFERE WITH THE FULL ENJOYMENT BY THE GRANTEE. THIS PARAGRAPH NOTWITHSTANDING, GRANTOR RESERVES THE RIGHT TO LANDSCAPE THE EASEMENT AREA IN A MANNER CONSISTENT WITH THE GRANTEE'S USE; HOWEVER, SUCH USE BY GRANTOR SHALL NOT INCLUDE THE PLANTING OF TREES NOR A CHANGE IN THE EXISTING SURFACE ELEVATION (GRADE) OF THE EASEMENT AREA BY MORE THAN ONE (1) FOOT WITHOUT FIRST HAVING .PRIOR WRITTEN CONSENT OF THE GRANTEE. AS OWNER+ P NTEDUNAME. ennifer Sch it) FIRST AMERICAN TITLE INSURANCE COMPANY, ' California Corporation, a holding agreement r • OWNER'S ACKNOWLEDGEMENT STATE OF CALIFORNIA) ss COUNTY OF C_Arr,_VRA C n!ST44 ON THIS DAY OF a' n 'e.. IN THE YEAR 20� , BEFORE ME, � 2h� � � r�`�'� A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, PERSONALLY APPEARED SE N N s2c Srl^t PERSONALLY KNOWN TO ME E I( Hole, [ ]PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS /ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE /SHE /THEY EXECUTED THE SAME IN HIS /HER /THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. WITNESS my h d -� A�6AaA SIGNATURE PRINTED NAME:. EXPIRATION DATE: COUNiY OF PLACE (:,o S �� OF BUSINESS: CSv��RA C.zw\ n. I, DIANE HOLMES, CITY CLERIC AND EX OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF RICHMOND, STATE OF CALIFORNIA, DO HEREBY STATE THAT THE ABOVE AND FOREGOING MAP . ENTITLED "SUBDIVISION NO. 8637" WAS PRESENTED TO SAID CITY COUNC L AS PROVIDED LAW AT A REGULAR MEETING THEREOF HELD ON THE l DAY OF.- , 20 AND THAT SAID CITY COUNCIL DID THEREUPON BY R OLU ION DULY PASSED AND ADOPTED AT SAID MEETING.. APPROVE SAID MAP, ND DID NOT ACCEPT, NOR REJECT, ON BEHALF OF THE PUBLIC ANY OF THE STREETS, ROADS, AVENUES, OR EASEMENTS SHOWN THEREUPON AS DEDICATED FOR PUBLIC USE. IN WIT SS WHEREOF, I HAVE HEREUNTO SET ICY HAND THIS OF 20 . CITY CLERIC AND EX OFFICIO CLERK OF THE COUNCIL OF THE CITY OF RICHMOND STATE OF CALIFORNIA RECORDER'S STATEMENT THE MAP ENTITLED "SUBDIVISION 8637 THE FAIRWAYS', IS HEREBY ACCEPTED FOR RECORDATION, SHOWING A CLEAR TITLE AS PER LETTER OF TITLE. MADE BY FIRST AMERICAN TITLE GUARANTY COMPANY DATED THE L6%P.h DAY OF ��'T�7�`,Nr"�%�' 20-0- ; AND AFTER EXAMINING THE SAME, !DEEM THAT SAID MAP COMPLIES IN ALL RESPECTS WITH THE PROVISIONS OF STATE LAWS AND LOCA#_. ORDINANCES GOVERNING THE FILING OF SUBDIVISION MAPS. RECORDED AT THE REQUEST OF FIRST AMERICAN TITLE GUARANTY COMPANY AT ON THE � DAY OF,'CT%rA?�R 20i).!L , IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF CONTRA COSTA, STATE OF .CALIFORNIA, IN BOOK 45ZP OF MAPS, AT PAGE �aP03- I 58�"/ 17 STEPHEN L. WEIR, COUNTY RECORDER COUNTY OF CONTRA COSTA STATE OF CALIFOB" _ 3UBD.,lVH3R0N igf):37 THE ]FAIRWAYS PORTIONS OF PARCELS 2, 3 AND. 4 AS SHOWN ON MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17 1999 DO C. 2002-0435163.0�00 -CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE 0 F CALIFORNIA TOTAL SUBDIVIDED AREA. 8.12± Ac. TOTAL SALEABLE LOTS: BB A.P.N. 405-050-073, 74, 75 MAY, .2003 s � 0 2003 CSW/STUBER-,-STROEH St 12 ENt�NEERlNG GROlP, INC. J CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892 74763 FAX (415) 892 -4502 421 3 \dwg \fml .dwg 6/17/200%'_5 MMrr// w��// ��.rr++ \\Odsl\DATA\CIVIL\.1\1/1,2195\dwg\[""Mi.DWC, , 1 : 6: 1 2 PM, -0s jq �� ��� .� CIVIL ENGINEER'S STATEMENT I, DENNIS D. RINEHART, HEREBY STATE THAT 1 AM A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA; THAT THIS MAP CONSISTING OF 14 SHEETS, CORRECTLY REPRESENTS A SURVEY MADE UNDER MY SUPERVISION DURING JANUARY OF 2003; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; AND THAT ALI. THE MONUMENTS EXIST AS SHOWN OR WILL BE PLACED WITHIN 18 MONTHS AFTER RECORDATION OF THE MAP AND THAT THEIR POSITIONS ARE SUFFICIENT TO RETRACE THE SURVEY. ALL BEARINGS ON THIS MAP ARE BASED ON THE CALIFORNIA COORDINATE SYS M ;ZLv—a � �ogtof.SSip DENNIS D. RINEHART R.C.E. 32110 EXPIRES: 12- 31 -2004N0 CITY ENGINEER'S STATEMENT p Cf M f 1, RICHARD Mc-COY, HEREBY CERTIFY THAT I TUNE EXAMINED THE MAP OF 'SUBDIVISION 8637 THE FAIRWAYS", AND THAT SAID SUBOMSION IS SUBSTANTIALLY AS IT APPEARED ON THE TENTATIVE MAP; AND THAT ALL OF THE PROVISIONS OF STATE LAWS AND LOCAL ORDINANCES GOVERNING THE FILING OF SUBDIVISION MAPS HAVE BEEN COMPLIED WITH, AND 1 AM SATISFIED THAT THE SAME IS TECHNICALLY CORRECT. �Je?�isdlsrREX Z 20 �9 Z'. RICHARD McCOY, R.C.E. 23953 REGISTRATION EXPIRES 12/31/05 DIRECTOR OF PUBLIC SERVICES CITY OF RICHMOND, CALIFORNIA 12.31 e5 PLANNING DIRECTOR'S STATEMENT I HEREBY STATE THAT THE PLANNING COMMISSION Of THE CITY OF RICHMOND, COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, HAS APPROVED THE TENTATIVE MAP UPON WHICH THIS FINAL MAP IS BASED. S - 27 - 2ca 3 6 a4- DATE BARRY CRO TIE DIRECTOR OF COMMUNITY DEVELOPMENT do PLANNING SERVICES CITY OF RICHMOND, CALIFORNIA STATEMENT OF SANITARY DISTRICT 1 HEREBY STATE THAT THE WEST COUNTY WASTEWATER DISTRICT BOARD OF DIRECTORS, CONTRA COSTA COUNTY, CALIFORNIA, HAS APPROVED THE TENTATIVE MAP UPON WHICH THIS FINAL MAP IS BASED. IN WITNESS WHEREOF. I HAVE HEREUNTO SET MY ILAND THIS i %H DAY 1(I.. trr R c eo x PA I NIeI(I,r dR ENGINEER EST C WASTEWATER DISTRICT R.C.E. 3 9 9? I _EXPIRES 11 -3 1 2 00 S CLERK OF THE BOARD_ OF SUPERVISORS' STATEMENT I STATE, AS CHECKED BELOW, THAT: A TAX BOND ASSURING THE PAYMENT OF ALL TAXES WHICH ARE NOW A LIEN, BUT NOT YET PAYABLE, HAS BEEN RECEIVED AND FILED WITH THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA. ALL TAXES DUE HAVE BEEN PAID, AS CERTIFIED BY THE COUNTY REDEMPTION OFFICER. IN WITNESS WHEREV I HAVE HEREUNTO SET MY HAND THIS DAY OF , n! t f' 20 -9-21- 'p�M£t9R lo6, S.,"At.n CLERK OF THE BOARD OF SUPERVISORS AND COUNTY ADMINISTRATOR OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA. B,_ £PUTY C K j '7 STATEMENT OF THE GE07ECHNICAL ENGINEER A SOILS REPORT WAS PREPARED FOR THE SUBDIVISION SHOWN HEREON ON MAY 5, 1998, BY THE FIRM OF LEVINE FRICKE RECON. AN UPDATED SOILS REPORT AND PEER REVIEW OF DIE EXISTING SOILS REPORT WAS PREPARED ON MARCH 6. 2003, BY THE FIRM OF TERRASEARCH, INC., SAID REPORT BEARING THE SIGNATURE OF ANTHONY ARGYRIO, RCE 56414 (license expires 6/30/05). SITE gnu: • wxm c.s #, gp�/ ^lam s t / VICINITY MAP A.P.N. 405 -050 -073, 74, 75 SUBDIVISION 8637 THE FAIRWAYS BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2002 - 0435163 -00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CAWFORNIA MAY, 2003 C SW CSYYJSTU R- STROEH c —'I CS't12 DQNE)E" GROUP, INC. L I CONSULnNG ENGINEERS 790 D *Lang Ave., NOVata, CA. 94945 (415) 892 -4763 fAX 015) 892 -4502 SHEET 2 N OF 141 14219 ��n _�11 81581.1 N IN CIVIL ENGINEER'S STATEMENT 1, DENNIS D. RINEHART. HEREBY STATE THAT I AM A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA; THAT THIS MAP CONSISTING OF 14 SHEETS, CORRECTLY REPRESENTS A SURVEY MADE UNDER MY SUPERVISION DURING JANUARY OF 2003; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; AND THAT ALL THE MONUMENTS EXIST AS SHOWN OR WILL BE PLACED WITHIN 18 MONTHS AFTER RECORDATION OF THE MAP AND THAT THEIR POSITIONS ARE SUFFICIENT TO RETRACE THE SURVEY. ALL BEARINGS ON THIS MAP ARE BASED ON THE CAUFORNIA COORDINATE SYS M YO vF, ,o DENNIS D. RINEHART R.C.E. 32110 EXPIRES: I2 -31 -2004 AV No. 32,11p 'O CITY ENGINEER'S STATEMENT I % �—, t —c W-- I, RICHARD UcCOY, HEREBY CERTIFY THAT 1 HAVE EXAMINED THE MAP OF 'SUBDMSION 8637 THE FAIRWAYS'. AND THAT SAID SUBDIVISION IS SUBSTANTIALLY AS IT APPEARED ON THE TENTATIVE MAP; AND THAT ALL OF THE PROVISIONS OF STATE LAWS AND LOCAL ORDINANCES GOVERNING THE FILING OF SUBDIVISION MAPS HAVE BEEN COMPLIED WITH. AND I AM SATISFIED THAT THE SAME IS TECHNICALLY CORRECT. P� 2023 4.yc �' u.LiJrt 4t E ` Ib v 23952 1m RICHARD McCOY, R.C.E. 231I53 REGISTRATION EXPIRES 12/31/05 DIRECTOR Of PUBLIC SERVICES CITY OF RICHMOND, CALIFORNIA F'.MNING DIRECTOR'S STATEMENT I HEREBY STATE THAT THE PLANNING COMMISSION OF THE CITY OF RICHMOND. COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, HAS APPROVED THE TENTATIVE MAP UPON WHICH THIS FINAL MAP IS BASED. 0 - x r- a� � 1�•�. �47� DATE r ROM CF40MARTIE — -- — DIRECTOR OF COMMUNITY DEVELOPMENT do PLANNING SERVICES CITY OF RICHMOND. CALIFORNIA STATEMENT OF SANITARY DISTRICT I HEREBY STATE THAT THE WEST COUNTY WASTEWATER DISTRICT BOARD OF DIRECTORS, CONTRA COSTA COUNTY, CALIFORNIA, HAS APPROVED THE TENTATIVE MAP UPON WHICH THIS FINAL MAP IS BASED. IN WITNESS WHEREOF, i HAVE HEREUNTO SET MY HAND THIS ?rH DAY OF evifn , 20 07 KE- yFl4R.000k PAUL— YANN161(1, 4ASTRtCT ENGINEER WEST COUNTY WASTEWATER DISTRICT R.C.E. 34 ±77 EXPIRES 12-31^ x0of \\ Gds' \UAIn CrtL�t.tt .,. \o te_t,M, "CS t !, PM , CLERK OF THE BOARD OF SUPERVISORS' STATEMENT 1 STATE, AS CHECKED BELOW, THAT: 1 A TAX BOND ASSURING THE PAYMENT OF ALL TAXES WHICH ARE NOW A LIEN, BUT NOT YET PAYABLE, HAS BEEN RECEIVED AND FILED WITH THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY. STATE OF CALIFORNIA. I All TAXES DUE HAVE BEEN PAID, AS CERTIFIED BY THE COUNTY REDEMPTION OFFICER. IN WITNESS WHEREOF I HAVE HEREUNTO SET MY HAND THIS DAY OF 20 PHIL BATCHELOR CLERK OF THE BOARD OF SUPERVISORS AND COUNTY ADMINISTRATOR OF THE COUNTY Of CONTRA COSTA, STATE OF CALIFORNIA_ BY: DEPUTY CLERK STATEMENT OF THE GEOTECHNICAL ENGINEER A SOILS REPORT WAS PREPARED FOR THE SUBDIVISION SHOWN HEREON ON MAY 5, 1998, BY THE FIRM Of LEVINE FRICKE RECON, AN UPDATED SOILS REPORT AND PEER REVIEW Of THE EXISTING SOILS REPORT WAS PREPARED ON MARCH 6. 2003, BY THE FIRM Of TERRA5EARCH, INC., SAID REPORT BEARING THE SIGNATURE OF ANTIiONY ARCYRIO, RCE 56414 (Gcanse expires 6/30/05). SITE VICINITY MAP A.P.N. 405 -050 -073. 74, 75 SUBDIVISION 8637 THE PMRWAYS BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2002 - 0435163 -00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY, 2003 0 zoos C CSW /STSTROEN s t, 2 UBER- ENGINE D" GROUP, W- CONSUL TING ENGINEERS 790 D.L.onq A--.. Novoto, CA. 94945 (415) 892 -4753 FAX (415) 682 -4502 SHEET 2'DF 14 14219.1\dr9 \(m2.drq -S— BI5811 in N if) Ilk I '� J 1 A t � C3 Cl%,) ti AL z 1. ALL DIMENSIONS ARE INS FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE ,AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS, 4. 27x2'** HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS, INDEX SHEET KEY TO PARCELS PARCEL TOT LOT DISTINCTIVE BORDER PARCEL 8 BONNEVILLE CT. PARCEL CLEARVIEW CT. PARCEL D ARROWHEAD CT. PARCEL E EAGLEWOOD CT. PARCEL F FARMSTEAD CT. PARCEL G GREYSTONE CT. PARCEL H HERITAGE CT, PARCEL I INVERNESS CT. PARCEL J SUNCREST. CT. PARCEL K REDHAWK CT, PARCEL L LANDMARK CT. PARCEL .M MYRTLEWOOD CT. PARCEL N N EWCASTLE CT. 12 ■ I %-&-1 � = - 1*07' jAT Y = 545,81'� X = 1,471, LEGEND dam 40" DISTINCTIVE BORDER @) SET STANDARD STREET MONUMENT UO FOUND STANDARD STREET MONUMENT (PER M 3SET 3j4'1 LP & TAG, RCE 32110 • FOUND 3/4!' I.P & TAG, RCE 32110 (PER 187 PM 28-33) DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA&PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF od -1"' Z -/ ZZ Z 4. NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT ►CWD WEST COUNTY WASTEWATER DISTRICT GRAPHIC SCALE 80 0 80 160 IN FEET I inch = 80 ft. 'OUBDHVISHON 8637 THE ]FAHRWAY0' BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC* 2002-0435163-00 CONTRA COSTA COUNTY RECORDS.. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE.* 1" - 80' cUT 0 2003 s TV CSW/STUBER-STROEH ENGINEERING GROUP, INC.CStI'� CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 3 OF 14 142195\DWG\FM3..DWG XREF• FM.DWG Bl 581.2 f f f r pcv C) _CO Q in f i I T L A S R 0 A D l4` VJS-r A ,D.:L MAR }� �31 < VLLAG9 003 / /> (COMMERCJAL) 10 XN Y 'r CIO/ 50' . PA&PUE 7 ? 2002 -- 0435165 ` r IFO SUBDIVISION 5637 �� �.� ..... ,ter. .�.. .�.� ...... .....� �..�.�.. .�.�..� .....r.. ..�..� ..�... ...... ...... ...�.�. ...� .�� �� �. �. .� ..�..�. .�`�. . N6S'34'32" W '197.48# �.� Omni ' 20 SSE �. w 125 fj 1 I 1 I ! � I i i PLL 3 � MS 782�90 I 20020261869 400 w 27 1 26 28 1 � SSE 8c SIDE PCL 4 � cb � 1 17 176 PM 40 Vi as PAPUE. PM 2 8--&-3s) V 01 1 1 VON 2002 -- 0435165 � z 23 L 50' PA &PUE 539.88' 2002-0435165 _T 'cr) [ IFO SUBDIVISION 8637 22 121 38 1 37 32 131 �. C4 Ole PARCEL D 36 33 PARCEL F 0 CL .. PARCEL N68 1 5 54 W 401 1 35 34 i 29 127 09;' PA&PUE, 2002. - -0435165 SSE & SDE, 176 PM 40 r 57 1 1 1 63 cv r .. 4 48 � � a r � AD v � ci 1 ..... 7 ttr Slope Easement ie/ 2 Parcel 12 of `Z l 5 a 18963 OR 434 � 59 1 1 61 arr wrrrr 0 0 ..�.....��... 3' Sg) -owwow PM .... N68*34'32!'W 259.50 6 f 60 N 68034'3Z" V 11111111111111111111ill 111 d f 44 43 . ....... 45 PARCEL C 42 w .. ... r N ( (1713 PM 4O) s 1 V 46 1 41 '� I! 1 47 CIO/ 50' . PA&PUE 7 ? 2002 -- 0435165 ` r IFO SUBDIVISION 5637 �� �.� ..... ,ter. .�.. .�.� ...... .....� �..�.�.. .�.�..� .....r.. ..�..� ..�... ...... ...... ...�.�. ...� .�� �� �. �. .� ..�..�. .�`�. . N6S'34'32" W '197.48# �.� Omni ' 20 SSE �. w 125 fj 1 I 1 I ! � I i i PLL 3 � MS 782�90 I 20020261869 400 w 27 1 26 28 1 � SSE 8c SIDE PCL 4 � cb � 1 17 176 PM 40 Vi as PAPUE. PM 2 8--&-3s) V 01 1 1 VON 2002 -- 0435165 � z 23 L 50' PA &PUE 539.88' 2002-0435165 _T 'cr) [ IFO SUBDIVISION 8637 22 121 38 1 37 32 131 �. C4 Ole PARCEL D 36 33 PARCEL F 0 CL .. PARCEL N68 1 5 54 W 401 1 35 34 i 29 127 09;' PA&PUE, 2002. - -0435165 SSE & SDE, 176 PM 40 '� . 57 1 1 1 63 cv r .. 4 48 � � a r -I- -�- 5 58 6 62 ie/ 2 z l 5 � � 59 1 1 61 arr wrrrr 0 0 0. f N N68*34'32!'W 259.50 6 60 d f VIS—rA D9L MAR . ....... APAR-rM9WS j j # . .. ... r N ( (1713 PM 4O) s sDE N6T34`32 W - KEY TO PARCELS PARCEL A TOT LOT PARCEL B BONNEVILLE CT. PARCEL C CLEARVIEW CT. PARCEL D ARROWHEAD CT. PARCEL E EAGLEWOOD CT. PARCEL F FARMSTEAD CT, PARCEL G GREYSTONE CT. PARCEL H HERITAGE CT. PARCEL I INVERNESS CT, PARCEL J SUNCREST CT. PARCEL K REDHQWK CT, PARCEL L LANDMARK CT. PARCEL M MYRTLEWOOD CT. PARCEL ,N NEWCASTLE CT. 4- I w , I i I -- - -- _'.._19 I I I I WAVERLY DRIVE zo I I _ �I 18 I ICI � � PC F- 14- k..1 72 I (0 116 � J I 69 173 � W - ^ i 115 UI — a I 68 X74 a M � 174 II I a a I `a X13 I I � 75 a �L12 _L III I�_I 76 0 7LI cr. 11 �'t i 10- 110 4-a I II I N86°58'49" E 60.42' N 68`34'32' i 56.00' N QIF=. .1 r ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES., 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SMALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS, 4. 27x27 HUBS TAGGED RCE 32110 SHALL. BE SET AT REAR LOT CORNERS, 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C R'S. 6, ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N A STREW'" AND B STREET) ARE PUE AND EVA. 7. AN EASEMENT FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING MONITORING WELLS AND SUPPORTING WORKS IS RECORDED AS DOC. 1997- 121300. THE EXACT LOCATION OF SAID EASEMENT IS NOT DEFINED OF RECORD. � X79 I� � +� � 19 0007� ft CD CNN 1 00 (80 � Q - � �, � �$ I I ono 0. lr� 7 82 I � W wl I f sM U I 83 � ,,., a 0. � 5 Y� 4 CD Z N 185 1,3 ( ( N r' �-'J �r N Z I � I � j Z v rnQ zl � s �a �oQ ( 12 Ilil II I 1 � --� 8 �� N m 87 � I ( o I N6T26'19 "W I N68'4916"W 198.44' L 100.58' I PA &PUE 2002- 435164 IFO SUBDIVISION 8637 ! ... AIL �9 = —1 "07' AT Y = 5 4 5,8 X = 1,471, . t*lb Control Line for 20' Pipeline Easement rael A2, 17115 OR 46( -q 40' Right of ACaes, Parcel B6, 17115 OR iii l Z Q� w U. m � r Ld 2K to L 9 VOW z LLJ THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. cV � • 0 {466 4 000 5 cn a 0S m O C�j LQ W 2 � 3 w 3 BASIS OF BEARINGS DETAIL aL LEQEwN D - - - DISTINCTIVE BORDER Q SET STANDARD STREET MONUMENT O FOUND STANDARD STREET MONUMENT 25-34) t� (PER SET 3/4!" IM 3 P &TAG, RCE 32110 • FOUND 3/4" I.P &TAG, RCE 32110 (PER 187 PM 28 -33) O DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC. STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA &PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF " " " " "' - NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT WCWD WEST COUNTY WASTEWATER DISTRICT f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 4- I w , I i I -- - -- _'.._19 I I I I WAVERLY DRIVE zo I I _ �I 18 I ICI � � PC F- 14- k..1 72 I (0 116 � J I 69 173 � W - ^ i 115 UI — a I 68 X74 a M � 174 II I a a I `a X13 I I � 75 a �L12 _L III I�_I 76 0 7LI cr. 11 �'t i 10- 110 4-a I II I N86°58'49" E 60.42' N 68`34'32' i 56.00' N QIF=. .1 r ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES., 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SMALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS, 4. 27x27 HUBS TAGGED RCE 32110 SHALL. BE SET AT REAR LOT CORNERS, 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C R'S. 6, ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N A STREW'" AND B STREET) ARE PUE AND EVA. 7. AN EASEMENT FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING MONITORING WELLS AND SUPPORTING WORKS IS RECORDED AS DOC. 1997- 121300. THE EXACT LOCATION OF SAID EASEMENT IS NOT DEFINED OF RECORD. � X79 I� � +� � 19 0007� ft CD CNN 1 00 (80 � Q - � �, � �$ I I ono 0. lr� 7 82 I � W wl I f sM U I 83 � ,,., a 0. � 5 Y� 4 CD Z N 185 1,3 ( ( N r' �-'J �r N Z I � I � j Z v rnQ zl � s �a �oQ ( 12 Ilil II I 1 � --� 8 �� N m 87 � I ( o I N6T26'19 "W I N68'4916"W 198.44' L 100.58' I PA &PUE 2002- 435164 IFO SUBDIVISION 8637 ! ... AIL �9 = —1 "07' AT Y = 5 4 5,8 X = 1,471, . t*lb Control Line for 20' Pipeline Easement rael A2, 17115 OR 46( -q 40' Right of ACaes, Parcel B6, 17115 OR iii l Z Q� w U. m � r Ld 2K to L 9 VOW z LLJ THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. cV � • 0 {466 4 000 5 cn a 0S m O C�j LQ W 2 � 3 w 3 BASIS OF BEARINGS DETAIL aL LEQEwN D - - - DISTINCTIVE BORDER Q SET STANDARD STREET MONUMENT O FOUND STANDARD STREET MONUMENT 25-34) t� (PER SET 3/4!" IM 3 P &TAG, RCE 32110 • FOUND 3/4" I.P &TAG, RCE 32110 (PER 187 PM 28 -33) O DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC. STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA &PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF " " " " "' - NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT WCWD WEST COUNTY WASTEWATER DISTRICT f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 N86°58'49" E 60.42' N 68`34'32' i 56.00' N QIF=. .1 r ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES., 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SMALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS, 4. 27x27 HUBS TAGGED RCE 32110 SHALL. BE SET AT REAR LOT CORNERS, 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C R'S. 6, ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N A STREW'" AND B STREET) ARE PUE AND EVA. 7. AN EASEMENT FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING MONITORING WELLS AND SUPPORTING WORKS IS RECORDED AS DOC. 1997- 121300. THE EXACT LOCATION OF SAID EASEMENT IS NOT DEFINED OF RECORD. � X79 I� � +� � 19 0007� ft CD CNN 1 00 (80 � Q - � �, � �$ I I ono 0. lr� 7 82 I � W wl I f sM U I 83 � ,,., a 0. � 5 Y� 4 CD Z N 185 1,3 ( ( N r' �-'J �r N Z I � I � j Z v rnQ zl � s �a �oQ ( 12 Ilil II I 1 � --� 8 �� N m 87 � I ( o I N6T26'19 "W I N68'4916"W 198.44' L 100.58' I PA &PUE 2002- 435164 IFO SUBDIVISION 8637 ! ... AIL �9 = —1 "07' AT Y = 5 4 5,8 X = 1,471, . t*lb Control Line for 20' Pipeline Easement rael A2, 17115 OR 46( -q 40' Right of ACaes, Parcel B6, 17115 OR iii l Z Q� w U. m � r Ld 2K to L 9 VOW z LLJ THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. cV � • 0 {466 4 000 5 cn a 0S m O C�j LQ W 2 � 3 w 3 BASIS OF BEARINGS DETAIL aL LEQEwN D - - - DISTINCTIVE BORDER Q SET STANDARD STREET MONUMENT O FOUND STANDARD STREET MONUMENT 25-34) t� (PER SET 3/4!" IM 3 P &TAG, RCE 32110 • FOUND 3/4" I.P &TAG, RCE 32110 (PER 187 PM 28 -33) O DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC. STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA &PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF " " " " "' - NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT WCWD WEST COUNTY WASTEWATER DISTRICT f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 r Ld 2K to L 9 VOW z LLJ THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. cV � • 0 {466 4 000 5 cn a 0S m O C�j LQ W 2 � 3 w 3 BASIS OF BEARINGS DETAIL aL LEQEwN D - - - DISTINCTIVE BORDER Q SET STANDARD STREET MONUMENT O FOUND STANDARD STREET MONUMENT 25-34) t� (PER SET 3/4!" IM 3 P &TAG, RCE 32110 • FOUND 3/4" I.P &TAG, RCE 32110 (PER 187 PM 28 -33) O DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC. STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA &PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF " " " " "' - NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT WCWD WEST COUNTY WASTEWATER DISTRICT f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 LLJ THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. cV � • 0 {466 4 000 5 cn a 0S m O C�j LQ W 2 � 3 w 3 BASIS OF BEARINGS DETAIL aL LEQEwN D - - - DISTINCTIVE BORDER Q SET STANDARD STREET MONUMENT O FOUND STANDARD STREET MONUMENT 25-34) t� (PER SET 3/4!" IM 3 P &TAG, RCE 32110 • FOUND 3/4" I.P &TAG, RCE 32110 (PER 187 PM 28 -33) O DELTA (R) RADIAL BEARING (T) TOTAL LENGTH PUE PUBLIC UTILITY EASEMENT SSE SANITARY SEWER EASEMENT EVA EMERGENCY VEHICLE ACCESS EASEMENT SDE PUBLIC. STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PA &PUE PUBLIC ACCESS AND USE EASEMENT IFO IN FAVOR OF " " " " "' - NO ACCESS, 416 MAPS 7 EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT WCWD WEST COUNTY WASTEWATER DISTRICT f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 f__ �` Tzxffu'1`K IFAHRWAYS BEING A SUBDIVISION �.*ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON IVIS I� 752-98 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY !1 3 SCAL csw0 2003 CONSULTING CSW/STUBER STROEH 2 ENGINEERING GROUP INC. R 790 ! - o ar Ave., ► 94945 (415) 892-4763 FAX I (415) SHEET 4 OF 14 i I 1427 95 \DWG \FM4.DWG B1 81.2 Ftivc�,k • PARCEL K REDHAWK CT. to 0 to 00 D3 �v �m3 w W G .,r �.rrl a 3 0 2 0 -4-0 c 0 2 • 4ft LO oo 100 w ul) !N VOW* N W) V~ Z 7 L2. I � J Q. L4 0 ft N68*34126"W 36.67' N68*34'25"W 36.671 36.67' N6634025"W. 2' PUE f+ (1YP} [0 ' O SEE SHEET 6 1 8 N6634126'W N68034"26'W . 31-84* FL 39.83' 1 18,34%_4 1 13.50' S I I oF 1 \ � � IoW I a to .j L4 L2 CD 4 0 V, to 2504± SQ FT W 42.50' cr) I- I to Z Z C%4 < 18.341 13.50' w "*0 N6Er34'25 L W to 01 0 q 1 31.84' N68*34"25"W C14 1* LO I c%l c 3 0. z 1 2677± SO FT I LO 1 5' PSDE 77.00* �I z w 2 w ui z1a: uilw J 0 00 1 CL to `�' i 0 °' m < w zu 00 00 0. 0 00 X VMPO z LO 0 C, 0 cq Ito 30.57 N 68*34"25" W 119.500 (T) 2690 SO FT rvn) LJ ft I'm .06 AC LO 110, 1 1 N UJ w w "*0 LO i '00 E 0 :D 2 to z q 0 el C�3-j �0 C14 �0 0 N LO 0 rn 0 4703± SO FT 0 0 3: lr� ro V.: z Zi z N21'*25'36'E 4.670 30.67 N68*3425!'W 42-17" 88 z N 66 34126' W 77-33" w 0 w z 0�*w 00 ajo 0 max° 0 a. LO LO 0 0 yn z < W w 4439± SO FT Z z j W w w 0. W 0 N 68*34"25 W 119,50' . (n 30.00 f 30-00 119.50" PARCEL P aw. m doom dm w 410sw sommom"Imum *Me" .0/ 1 • 51.02' 0 1 \1, . **� N 6649'16' W 198.44* (T) ....' • f W I zo 147.42$ U-) I c� PCL 2 in (17 S PM 40) co wi c� 'to to 0 . 0 z z u") N 68*49"l 6' W 220.42*1 vft� w LO'-ftu-) N PA&PUE vo� I to c Zi co c 2002-0435164 C14 a r FO IFO SUBDIVISION 8637 * 0 cq z L N 6949'16' W 271.44' � I AT - C� w Z m LL. 0 W V) m z w z 0 �- Q z w :x D z 0 2 � w 1r) met zi cn :z I i imm %ftwool I V-1 �9 = Y.. =X45,824.33 X 11471,170-34 =Aqzl 0 10 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21*2533' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3* N ATE 1 ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 2" x2" HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & RS. 6. ALL .STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND 8 STREET) ARE PUE AND EVA. COURSE TABLE EU BEARING 6 L6 N21"25"35E 5.00' L2 2 1* 37:k SO FT 13-83, L3 N68!34*2!5rW 1.331 L4 N6634126"1 4.33" C14 N21'25 "35" E 4,00' 29.50$ ICI 6934*250 iii 5#660 N68*34'26'W LJ L 53.33" to 10' PSDE (n cy. n LO 1 (n L6 C-4 F0 Q- 5 L ft to .j L4 L2 CD 4 0 V, to 2504± SQ FT W 42.50' cr) I- I to Z Z C%4 < 18.341 13.50' w "*0 N6Er34'25 L W to 01 0 q 1 31.84' N68*34"25"W C14 1* LO I c%l c 3 0. z 1 2677± SO FT I LO 1 5' PSDE 77.00* �I z w 2 w ui z1a: uilw J 0 00 1 CL to `�' i 0 °' m < w zu 00 00 0. 0 00 X VMPO z LO 0 C, 0 cq Ito 30.57 N 68*34"25" W 119.500 (T) 2690 SO FT rvn) LJ ft I'm .06 AC LO 110, 1 1 N UJ w w "*0 LO i '00 E 0 :D 2 to z q 0 el C�3-j �0 C14 �0 0 N LO 0 rn 0 4703± SO FT 0 0 3: lr� ro V.: z Zi z N21'*25'36'E 4.670 30.67 N68*3425!'W 42-17" 88 z N 66 34126' W 77-33" w 0 w z 0�*w 00 ajo 0 max° 0 a. LO LO 0 0 yn z < W w 4439± SO FT Z z j W w w 0. W 0 N 68*34"25 W 119,50' . (n 30.00 f 30-00 119.50" PARCEL P aw. m doom dm w 410sw sommom"Imum *Me" .0/ 1 • 51.02' 0 1 \1, . **� N 6649'16' W 198.44* (T) ....' • f W I zo 147.42$ U-) I c� PCL 2 in (17 S PM 40) co wi c� 'to to 0 . 0 z z u") N 68*49"l 6' W 220.42*1 vft� w LO'-ftu-) N PA&PUE vo� I to c Zi co c 2002-0435164 C14 a r FO IFO SUBDIVISION 8637 * 0 cq z L N 6949'16' W 271.44' � I AT - C� w Z m LL. 0 W V) m z w z 0 �- Q z w :x D z 0 2 � w 1r) met zi cn :z I i imm %ftwool I V-1 �9 = Y.. =X45,824.33 X 11471,170-34 =Aqzl 0 10 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21*2533' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3* N ATE 1 ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 2" x2" HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & RS. 6. ALL .STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND 8 STREET) ARE PUE AND EVA. COURSE TABLE COURSE BEARING LENGTH Ll N21"25"35E 5.00' L2 N21*25'35"E 13-83, L3 N68!34*2!5rW 1.331 L4 N6634126"1 4.33" L5 N21'25 "35" E 4,00' L6 ICI 6934*250 iii 5#660 CURVE TABLE ................ 9000000d GRAPHIC SCALE 20 0 20 40 IN FEET I inch - 20 ft. 1 T T JB1l.UH V llOi7v 6 7 THJ� F WAZY%"-Wl BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17s 1999 DOC. 2002-0435163-00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA Is MAY 2003 SCALE. 1 20 t C"TU 0 2003 s TV CSW/STUBER—STROEH [Stl2 ENGINEERING GROUP, INC. CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 5 OF 14 1 42195\DWG\FM5.DWG / L`�j _ ��� XREF: FM.DWG B 1581.4 PARCEL I INVERNESS CT. PARCEL J SU NCREST CT. COURSE BEARING LENGTH Ll 00 w L2 w 7& 13,83' w m i N66341257W 1,33" �fi �o to L5, N21*25*35rE 4.001 W N6Er34$26W 5,66* 78 i to cq LLJ V) Z PARCEL J SU NCREST CT. is Ike COURSE TABLE COURSE BEARING LENGTH Ll 00 5.000 L2 N21025*31r E 13,83' L3 N66341257W 1,33" �fi 0 4.33* is Ike COURSE TABLE COURSE BEARING LENGTH Ll N21"25135rE 5.000 L2 N21025*31r E 13,83' L3 N66341257W 1,33" L4 N6Er34f25"W 4.33* L5, N21*25*35rE 4.001 L6 N6Er34$26W 5,66* \ \0dsl \DATA \CIVIL\ 1 \14 95 \dwg \l "',- 6.DWC, 6/17/2003 1:20-02 PM, isljg SEE SHEET 7 925r w 1 119.509 (T' 5' PSDE V-0 L M .n c) 14 2677± SQ FT 12 1 U) 1 2137± SQ Fr I 0- ME 10' PSDE I KlAQ*'zAsf)w$w I L 2137E SQ FT I''' LO o I 1 2' PUE 113.50' to I 9 197"74. CA C7 8 2677:k SQ FT 13,50" I i I �, f ("� 6 21371 SQ FT L SEE SHEET 5 LLJO., b Z3 0- ir 04 J c%4 z LLJ Z Li Q 1 cn 4ft 3 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4.00' 9900100r 6,28' 3 J . 1.50' 90'00*00r 2.3 V) LLJ V) z V) Li w a. u 0 LL- 0 04 0 < U. w (z), 0 0 00 106 LO LLJO., b Z3 0- ir 04 J c%4 z LLJ Z Li Q 1 cn 4ft 3 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4.00' 9900100r 6,28' C2 . 1.50' 90'00*00r 2.3 cq CLI -90) to 1-01 1 C aq cq LL_ 0 (1) U) i� ob u.j m D z 0 z LLJ :2 D z 0 :2 cq V_ LLJ 2 V) re) 4► to c%4 VIA -0 z A 7 Y - 545,824.33 EJAS I EAR I N Q *0 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'0253S* E 1271.33" BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES, 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 30. LOTS WITH STREET FRONTAGE SHALL HAVE-,,,SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 2" x2� HUBS TAGGED RCE 32110 SHALL BE SET AT REAR, LOT CORNERS, 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R"S. 6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. X - 114711,170-34 GRAPHIC SCALE 20 0 20 40 IN FEET ft. 5suBDHVX3H0N a6637 THE IFAIDRWAI`r'5 BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17$ 1999 DOC. 2002-0435163-00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1 = 20 CS-TAT 0 2003 ESt12CSW/STUBER—STROEH ENgNEEF2ING GROUP, INC. CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET. 6 OF 14 \142195\DWG\FM6 0 DWG XREF.- FM.DWG ir R M W Z (n W W V) SEE SHEET 8 wlffilsm � �4% 00 0 Ld �0) ;4 z w 1 0) �a Y C) A ? 354 1 0 Zt . A '0, OX 31.08 3n PAL 3 Iv75 7'82 --�� PL 4 (18-1 pm 28--iss) 5 50' PA &PUE 2002-0435165 IFO SUVDIVISION 8637 N 88' 15'54' W 127.95' .50,95' 7 77.00' 5' PSDE t 19 3 V w 2 2658± SQ FT SQ FT t n a a. � 0 t% LO ` * 3! , , ,- � 04 3 31,84' �-` 39.83'..._1 1 18-341 1 1 13.50' 1 r L L3 � � 10' PSDE I to z zw .. _...... _._ .�. . ..�. L . .> 4 D 1� 1 18 1 2137± SQ FT N88' 34'25" C ,, w C t 1 1 42.31' w w ; * * 1 1 1 188'34'25" III - --. 1 1 N88'34'25" ' 1 38.39'' u u 5 53.33' L�� N � � N . x L- w ao �n d- z Ito o Q CO �N � E^_ � J L4�'� I� N W I � ,�7 2 �- D 3 � o0 00 � � L3 I Z I ft � m y r►� z o �n � 18.34' (13.50' `� 0 0 __j I � i-" � � � � r° N I L � � N68'34'25 "W � r 39.83' � -1 c`o z `�' I CD 1 6 °v ( 31.84' N68'34'25 "W f � � f � 2505f SQ FT W � �. � W �� � � � M-. �� 15 0I to --- - - - - -- I N I' to ifs � N 0 , Z$%%f SQ FT VIM* N N N O PARCEL I Z � Z z 2' PUE � s�'?S° -E 1 r— 42.50 77.00 — — .� � N 68'34'25" W ( 119.50' (T) INVERNESS ( � 13 � � 4 CTO COURSE TABLE COURSE BEARING LENGTH L1 N21'25'35 "E 5,00' L2 N21'25'35 "E 13,83' L3 188`34'25 "W 1.33' L4 188'34'25 4.33' L5 N21 °25'35" E 4.00' L8 N6634125' 5.85' SEE SHEET 6 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4,00' 90600100" 8,28' C2 1.50' 90000'00`, 2.38' C3 80,00' 730'40" 3.51' C4 80.00' 9'2343" 13,12' C5 80.00' 9'044' 10" 13.59' C8 50.00' 19' 1529" 1 5.82' C7 20.00' 90000'07" 31.42' I � f y I N a68'15'54 "i W o � Lu uj I I (n to Qito � � n1 cv° k (o U. Too* 00 N f to 10 � C9 m °M I j a LO O � M MINI �o � s Z1 z cc b� ir E � o °O c acnw cNnwW zj Win. � (/) - Q 64%w j I � 1 m 0 t!? w z w 2 D z 0 0 z w z 04 L w� LO N z 15A51.5 F 15 JEAR I U e THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. NTH', 1, ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURDS AT LOT LINE PROLONGATIONS. 4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, A STREET AND B STREET). ARE PUE AND EVA. -0 = Y = - 1 8 .3 X = i,471.170.34 GRAPHIC SCALE zo o :a IN FEET ) 1 inch = 20 ft. RAJ ISY B HVHS'll-lom � Tamulm'" 1�"il'VJJ6 '00 BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1" = 20' C S ITITT 0 zooa CSW /STUBER— STROEH St 2 ENGINEERING GROUP, INC. J CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (ais) 892-4763 FAX (415) asz -asoz SHEET 7 OF 74 \ 142195 \DWG \FM7.OWG Sze � XREF: FM.OWG 81587.4 CTO COURSE TABLE COURSE BEARING LENGTH L1 N21'25'35 "E 5,00' L2 N21'25'35 "E 13,83' L3 188`34'25 "W 1.33' L4 188'34'25 4.33' L5 N21 °25'35" E 4.00' L8 N6634125' 5.85' SEE SHEET 6 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4,00' 90600100" 8,28' C2 1.50' 90000'00`, 2.38' C3 80,00' 730'40" 3.51' C4 80.00' 9'2343" 13,12' C5 80.00' 9'044' 10" 13.59' C8 50.00' 19' 1529" 1 5.82' C7 20.00' 90000'07" 31.42' I � f y I N a68'15'54 "i W o � Lu uj I I (n to Qito � � n1 cv° k (o U. Too* 00 N f to 10 � C9 m °M I j a LO O � M MINI �o � s Z1 z cc b� ir E � o °O c acnw cNnwW zj Win. � (/) - Q 64%w j I � 1 m 0 t!? w z w 2 D z 0 0 z w z 04 L w� LO N z 15A51.5 F 15 JEAR I U e THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. NTH', 1, ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURDS AT LOT LINE PROLONGATIONS. 4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, A STREET AND B STREET). ARE PUE AND EVA. -0 = Y = - 1 8 .3 X = i,471.170.34 GRAPHIC SCALE zo o :a IN FEET ) 1 inch = 20 ft. RAJ ISY B HVHS'll-lom � Tamulm'" 1�"il'VJJ6 '00 BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1" = 20' C S ITITT 0 zooa CSW /STUBER— STROEH St 2 ENGINEERING GROUP, INC. J CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (ais) 892-4763 FAX (415) asz -asoz SHEET 7 OF 74 \ 142195 \DWG \FM7.OWG Sze � XREF: FM.OWG 81587.4 SEE SHEET 6 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4,00' 90600100" 8,28' C2 1.50' 90000'00`, 2.38' C3 80,00' 730'40" 3.51' C4 80.00' 9'2343" 13,12' C5 80.00' 9'044' 10" 13.59' C8 50.00' 19' 1529" 1 5.82' C7 20.00' 90000'07" 31.42' I � f y I N a68'15'54 "i W o � Lu uj I I (n to Qito � � n1 cv° k (o U. Too* 00 N f to 10 � C9 m °M I j a LO O � M MINI �o � s Z1 z cc b� ir E � o °O c acnw cNnwW zj Win. � (/) - Q 64%w j I � 1 m 0 t!? w z w 2 D z 0 0 z w z 04 L w� LO N z 15A51.5 F 15 JEAR I U e THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. NTH', 1, ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURDS AT LOT LINE PROLONGATIONS. 4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, A STREET AND B STREET). ARE PUE AND EVA. -0 = Y = - 1 8 .3 X = i,471.170.34 GRAPHIC SCALE zo o :a IN FEET ) 1 inch = 20 ft. RAJ ISY B HVHS'll-lom � Tamulm'" 1�"il'VJJ6 '00 BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1" = 20' C S ITITT 0 zooa CSW /STUBER— STROEH St 2 ENGINEERING GROUP, INC. J CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (ais) 892-4763 FAX (415) asz -asoz SHEET 7 OF 74 \ 142195 \DWG \FM7.OWG Sze � XREF: FM.OWG 81587.4 I � f y I N a68'15'54 "i W o � Lu uj I I (n to Qito � � n1 cv° k (o U. Too* 00 N f to 10 � C9 m °M I j a LO O � M MINI �o � s Z1 z cc b� ir E � o °O c acnw cNnwW zj Win. � (/) - Q 64%w j I � 1 m 0 t!? w z w 2 D z 0 0 z w z 04 L w� LO N z 15A51.5 F 15 JEAR I U e THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. NTH', 1, ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURDS AT LOT LINE PROLONGATIONS. 4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, A STREET AND B STREET). ARE PUE AND EVA. -0 = Y = - 1 8 .3 X = i,471.170.34 GRAPHIC SCALE zo o :a IN FEET ) 1 inch = 20 ft. RAJ ISY B HVHS'll-lom � Tamulm'" 1�"il'VJJ6 '00 BEING A SUBDIVISION OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1" = 20' C S ITITT 0 zooa CSW /STUBER— STROEH St 2 ENGINEERING GROUP, INC. J CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (ais) 892-4763 FAX (415) asz -asoz SHEET 7 OF 74 \ 142195 \DWG \FM7.OWG Sze � XREF: FM.OWG 81587.4 i vo � PCB 4 2 (1137 Pm .28--09s) N 88'34'32" W 197.48' �� .r... i�r ��� �.� arrr ww�� w rrr +�www r�.r r.rrrr r.�.r� rrrrrr wrwY� err rrrrr� �rwiww wiwrr rrrw. www► w�•rr w.wnrrw w�www w� www MMIM�tlINF Ol"m 40.42' 1 41.00' 41.00' i ASL$ OF BEARING: i � -- �- - - - - -7 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT ' 5' PSDE LENGTH L7 w 5.00' LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE N21.25'28" E W 00 " L9 V) bo "' ., cn ` N w OF PAVEMENT TAKEN AS N 21'0253S' E 1271.33 BETWEEN to c%q c� 0. W z 26 w0v FOUND MONUMENTS AS SHOWN ON THE MAP OF • N68*34'32!'W 5.00' 100 N N88'34'3:VW � 2425± SO FT SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES "co c .. 2 .. jo 0 � 6 25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA 'c ul N21 °25'28" E :y c N21 °25'28" E COORDINATE SYSTEM ZONE 3. c� I N88 °34'32" W 248 SO FT - � ' z zi e-.- I z 5' PSDE L9 -. 5' PSDE L10- w I co 28 21-97' j 37.17' w + .0 amm MIMI 75.06' I 25 w 2617± SO FT • O 0 N8E'34'32"W N68034'32" to 31.84' ..� 37.87' 15.34' 113.50 ' 24 19 2055± SO FT to 10' PSDE tQ 3784x- SW FT , L12 w to :y N 88 34 32 W 59.13 w o.. to PCL 4 '� ` N5E'34'32 W ... -... N58`34'32 � � -. � ti 21.50 (187' PM 26--#373) `? 59.13 ,� ► 51.35 . . C7 N 88 3 4 32 , C" �f . C 16,24' "" i °° i l � G L12 ` N 8 4' "i '' t L20'� 2054± SO FT i Y = 545,$24.33 3 32 L.- w AT 28.49' z a X = 1,471,170.34 v. L10 c) �_ I Q N 88 34 32 W 539.58' (T) , L9 1 M M d' 21 s5D' � � 13.5D # U.1 41.33' 41.33' � 1 18.34 3.28 L21 --- , 37.82 I �........� .... ..�,.... - _�... C 14 � - N 68 34 32 W -J I �`T 31.84' N68'34'32" 1 31 I2 �, to 1 00 uj 2700± FT` N 00 Ob 1 0 04 2 to 054± SQ FT to c,4 --�, cn Ly Z ; w s U-) ' Ate cn uj °� 2974 S FT ui l L O � � � p I fit%, 4 c1q ,A w sm PSDE NQTESO s 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES, 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 2" x2" HUBS TAGGED RICE 32110 SHALL BE SET AT REAR LOT CORNERS. 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. COURSE TABLE COURSE 5' PSDE LENGTH L7 w 5.00' w 0 W N21.25'28" E W 00 " L9 V) bo "' ., cn ` N w 1 58'3432" W to c%q c� � �" cq z L 13 z 3.28 L21 --- , 37.82 I �........� .... ..�,.... - _�... C 14 � - N 68 34 32 W -J I �`T 31.84' N68'34'32" 1 31 I2 �, to 1 00 uj 2700± FT` N 00 Ob 1 0 04 2 to 054± SQ FT to c,4 --�, cn Ly Z ; w s U-) ' Ate cn uj °� 2974 S FT ui l L O � � � p I fit%, 4 c1q ,A w sm PSDE NQTESO s 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES, 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 2" x2" HUBS TAGGED RICE 32110 SHALL BE SET AT REAR LOT CORNERS. 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. COURSE TABLE COURSE BEARING LENGTH L7 N21'2528" E 5.00' L8 N21.25'28" E 13.83' L9 N88'34'32" W 1.33' L10 1 58'3432" W 2,33' L11 N21'2528" E 4.00' L12 N8634'V*W 3.68' L13 N68*34'32!'W 5.00' L14 N88'34'3:VW 13.83' L15 N21'25'28" E 1.33' L1 8 N21 *25'28'# E 2.33' L17 N88'34'327W 4.00' L18 N21 °25'28" E 3.58' L19 N21 °25'28" E 20.00' L20 N88 °34'32" W 7.50' L21 ± N88'3432 N 3.71' CURVE TABLE COURSE 13.50 3 w $.' .� lok Cl 4.00' 90 000'00" 6.28' C12 1-50$ 90700'00" .2.38' 2054± SO FT w N L�i 1� N: w C9 33.00' :q: 26.29' 57.41 ' 74.97' z 45.00' 49 °39'05" 39.00' to '�' 2'43'57$' 2.15' C12 45.00' 46* 55'08" 36.85' C13 a0 w 33 cq -* r s.. .�. ... ......I. ...� bo .. 38.50' .. 9.33' C15 33.00' N 8`3432 V 132.39' 20.29' LO � w . �, N 88 34 32 ! i t 72.88 .. to �r-� w to to ,- � . 50'1,351 C11 _i til � F CE PARL • EBMUD 00 ems! 0 /`'�� �1 } 111 I�( (R) u z FARMSTEAD CT-0 0 ( �- 00 WCWD lz 2517± SO FTw 00 r ..�.. r.rwr rw.wr. � • �� � ul �w t.� ui �� col 54.00 1^ ,� cy 00 In W � �� � CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4.00' 90 000'00" 6.28' C12 1-50$ 90700'00" .2.38' C8 10.00' 85059'58" 15.01' C9 33.00' 45!39'03' 26.29' C10 45.00' 49 °39'05" 39.00' C 11 45.00' 2'43'57$' 2.15' C12 45.00' 46* 55'08" 36.85' C13 41.50' 2917'01" 14.89' C14 38.50' 14'38'49" 9.33' C15 33.00' 35° 13'1 S' 20.29' --- - -�._- _...� ,� N58"34'32 1I N N I V I 0 bo tz PARCEL A cb 34 101 (TOT` LOT) w z z a � � L17 #ca 9317± SCE FT L17 � � co CIIII � � � 0 ..� c� w to 2277± SO FT" , oo cv � z � � ' 1 13' 13' 1 59.50' , 80.85' 4 -- c� 4 . .. ...... ..... ._._ ...__ ... .,......... ..... ...... ..... 17 50 13.00 ..... ...,.. ........ ... ..r.._.............. , . .`' N 68 34 32 520.64 (T -:. ` %9 Aj _ w 0 c' WAVERLY DRIVE 00.0 20 01 0 N-11 0 3542 SO FT Uj EBMUD .08 AC WC WD 90.00' 73.85'0. Li N88 34 32 W 547.83 (T) C), , N 88'34'32" • W 580.831 (T) ----- - - - - -- - - - -- - ---------- - - - - -- 64 SEE SHEET 13 t GRAPHIC SCALE 20 0 20 40 IN FEET U B. D H V I 0"Ap"O N *0 6 7 TA-ulm JFAHam\wF, &`D BEING A SUBDIVISION OF PO TIO IS OF ARCr.L,--.-) 2, 3 AN D 4 AS SHOWN ON MIS 752-98 RECORDED IN BOOK 176 OF PARCEL- MAPS PAGE 40 ON MAY 17$ 1999 DOC. 00 CONTRA COSTA COUNTY. RECORDS.. C OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: 1 0 CSW2003 2 B ENGINEERING s t GROUP, CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) • SHEET r OF 14 \ 142195 \OWG \FM$.DWG XREF: FM.DWG 81581.4 a Q W Z W W 0 55 � I N � u::Z> I I 0.p, I � I m � I I � I � I � PA &PUE, I I � _ 2002 - 0435165 m-;m � SSE 8c SDE, � 176 PM 40 I � f l f t COURSE TABLE COURSE BEARING LENGTH L13 N68'34'32" 111 5.00' L14 N58'34'3'1111 13.83' L15 N21'25'28" E 1.33' L16 N21'25'28" E 2.33' L17 N 6F 34`32" 1111 4.'001 L18 N21'25'28 "E 3,66' CURVE TABLE COURSE RADIUS DELTA LENGTH C 1 4.00" 9900100!' 6.28' . [7__C2 1,50' 990010D" 2.36' -198.79' Mon. to Mon. N8634'32" W N 88'34'32" W 57 SEE SHEEP 72 PCL 4 (187' PM 28-33) N 68`34'32" 111 Ual 539.88' (T) w AVERLY DRIVE EBMUD WCWD 145.00' 547.83' (T) = Y 5 45, 824.33 X `=- 1,471,1 70.34 5' PSDE I 32 � t 0 1 2054± SQ I= T � � -- L13 � C14 - -13.50' ...... 38.33' ....... .....I.....W. ,. N534'32 "W 72.88' (T) ' PARCEL F 00 2' PUE ao EBMUD L14 _ ,, WCWD i tz C'Z C3� N -H ~ � U cp I� N � to 4 W to ( N 580.83' (T) I 63 64 1 1 I 1 � t � f -BA515 mi-m- Q E 0 �SIN : THE BASIS QE BEARING SHOWN HEREON IS THE MONUMENT LINE CE SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21' 25' 33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION. 7970 RECORDED IN BOOK 391 CE MAPS AT PACES 25-34, CONTRA COSTA COUNTY RECORDS,. CALIFO RNIA COORDINATE SYSTEM ZONE 3. llUBDHVH%'-)�l)H0N 8637 MINN �. BEING PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON S 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY-17, 1999 DOC.. CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COU TY OF CONTRA COSTA STATE OF CALIFORNIA $I qmft MAY 2003 SCALE. 1 20' 0 2 csw CSW/STUBER-STROEH GROUP, St 2 ENGINEERING ENGINEERS CONSULTING 790 DeLong Ave., Novato, CA. 94945 (415) s FAX (415) 9 ' SHEET 9 OF 14 \142195 \DWG \FM9.DWG XREF: FM.DWG B 15$1.4 1 , E S� ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF, DISTANCES ARE GROUND DISTANCES, 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP, 3. LOTS WITH STREET FRONTAGE SHALL NAME SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE: PROLONGATIONS, 4. 2" x2" HUBS TAGGED RCE 32110 SHALL BE JET AT REAP ` LOT CORNERS. 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. ti— 8, ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N, w A STREET AND B STREET) ARE PUE AND EVA, m w w llUBDHVH%'-)�l)H0N 8637 MINN �. BEING PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON S 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY-17, 1999 DOC.. CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COU TY OF CONTRA COSTA STATE OF CALIFORNIA $I qmft MAY 2003 SCALE. 1 20' 0 2 csw CSW/STUBER-STROEH GROUP, St 2 ENGINEERING ENGINEERS CONSULTING 790 DeLong Ave., Novato, CA. 94945 (415) s FAX (415) 9 ' SHEET 9 OF 14 \142195 \DWG \FM9.DWG XREF: FM.DWG B 15$1.4 a ji s z d x COURSE TABLE COURSE BEARING r 1 146634'32"'x'. r F14 L COURSE TABLE COURSE BEARING r L13 146634'32"'x'. f F14 L N68'34132" 13.83' L15 N21'25'29' E 1.33' r N21'25'29' E 2,33' L17 r 4.00' L18 J 3.66' 9.50' 90000'00" r C17 26.50' 90600'0T r C18 26.50' 52' 1 0'32" COURSE TABLE COURSE BEARING LENGTH L13 146634'32"'x'. 5.00' F14 L N68'34132" 13.83' L15 N21'25'29' E 1.33' L16 N21'25'29' E 2,33' L17 N68'34'3Z *W 4.00' L18 N21 °25'28" E 3.66' aww � ��� PARCEL 0 PA &PUE `.002- 435163 ADJ. PARCEL 4 0 !002 -- 435185. 0 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4.00' 90000000" 6.28' C2 1.50' 90'00'30" 2.36' V F 4 33.00 * - 5555 "20!i 3.41 ' C15 33.00' 35013" 1 S' 20.29' C16 9.50' 90000'00" 14.92' C17 26.50' 90600'0T 41.63' C18 26.50' 52' 1 0'32" 24.13' E.C19 26.50* 3749"29' 17.49' W PCL 3 °' k (3 -187 PM 28-33) NI 68'34'32" W 30.17' W 00 cq 40 CISI z 04 45 539.88' (T) 41.33' mum � �.. 41.33' R 19t c �J • 31.17' °, 2853± SO FT L13 c� 5' PSDE 0 L13 44 � � � � 2615± SO FT -- 36.33' 36.33' `'- w - ,...- ..rte .._ . � w c%j r N 68 34 32 72.66 L N N /-00 (n �- PARCEL C 2564± SO FT , - EBMUD CLEARVIEW CT. 0 l w to WC1 D 00 L14 � L14 fy 67.67' __ 54.00' 4 �. N6Er34$32"W f IZZ7 co c �U !! 46 421 0± SO FT q " , # CO L 17 .. N68'34'32"ilk 4.20' .__.. 04 k) 7.09 / N66343ZW 00 13, 1 3' to cN LO N to 00 44 4 to Q 100 L C4 N N to 2054± SQ FT bo h �►- rto N z � to 4o t l Z 0'' fi 5 PSDE ;-- , 12054± SO FT -.ow 5 PSDE 47 U 1 � N 40.20' f. a. Monument to Monument �-- l .. .�... . 11 ± S FT z LLj D . 0 # °, 2853± SO FT L13 c� 5' PSDE 0 L13 44 � � � � 2615± SO FT -- 36.33' 36.33' `'- w - ,...- ..rte .._ . � w c%j r N 68 34 32 72.66 L N N /-00 (n �- PARCEL C 2564± SO FT , - EBMUD CLEARVIEW CT. 0 l w to WC1 D 00 L14 � L14 fy 67.67' __ 54.00' 4 �. N6Er34$32"W f IZZ7 co c �U !! 46 421 0± SO FT q " , # CO L 17 .. N68'34'32"ilk 4.20' 13.78' . LAJ M Z W 'to p� N Lj t J b LLJ � N Vol 1 3.80' ft a r�l .__.. 04 k) 7.09 / N66343ZW IVES "34'32 13, 1 3' to r 4 1468'34'3 w h 0 l w l ate l 48.00' "0 co � � � L17 So t l t l � 'q= 0'' � � �' C f w � 2278± SO F I 47 U 1 � •-- i 40.20' f. a. Monument to Monument �-- l .. .�... . 11 ± S FT z � 13.50 s � , l 54`7.83 (T} s E 59.50' #s 13.78' . LAJ M Z W 'to p� N Lj t J b LLJ � N Vol 1 3.80' ft a r�l 1430 45 04 k) 7.09 / IVES "34'32 520.64' T � �� l r 4 1468'34'3 h 0 l 48.00' r l l (0 0) l 47 U 1 � •-- i 40.20' 198.79' Monument to Monument �-- l .. .�... 11 ± S FT � 13.50 s � , �� 1468 34 32 � 54`7.83 (T} O h WAVERLY � DRIVE jj � � o 10=, 00 %ftoodl 0 -0 (6 N h w �i ' 0 Id- fn ! FR U D a. N 0 cn N M • A I 5.57' ' �� _ z .�. �... 68° 34' 32" III -. ,. �... 58.17' I 48 WCWD N 68!3432!' W 560.83' (T) � I � I � 56 55 SEE SHEET 11 (IrirI 1. n AT 15AS15 QE BE:AR--IN '* THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAID PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21'25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY . RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. . N 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES. 2, THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 40 2'x2" HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT. CORNERS. 5. PRIVATE STORK DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 6, ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N, A STREET AND B STREET) ARE PUE AND EVA. -0 - Y == 545,824.33 X 1,47.1,17 -.34 IIUBDH v\,, H,","-HON '00.637 T.xUMffL"Q FAHI.-m-WAYO&O BEING PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752-98 RECORDED PARCEL MAPS PAGE 40 ON MAY 17$ 1999 DOC, CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE,-. 1 20' 0 2003 csw CSW/STUBER-STROEH St 2 R R i Ji I I CONSULTING ENGINEERS r ; ♦ • ■ i i (415) 892-4763 FAX (415)i SHEET # OF 14 i \142195\DWG\FM10.DWG XREF: FM.OWG 3z) 61581.4 .46 N30&45*04" W (R) 7.099 .ft..._._.._ ft_._.._ kl9ZQ`ZAf-Zt)"W (0 4k Iq 9 JN 47 tv) cv 2711± SC cc ---50571 mom 48 2814± SQ FT 50.85' SEE SHEET 10 � � I N6Er34'32 " W 4.20 0)/ 0 0 N68*34*32N COURSE TABLE COURSE co cot LENGTH Ll 7 N68*34*32'W 5,00' 0.1 N6634*32"W LO L15 N2 1 *25-*2T E cv LO L18 N21*25"29'E 2.33" L17 N6Er34*32" W N663413�W L18 N21*25126'E 3.66$ 26-50* 52° 1 0*32" 24,14" sx 26,50' :L 60.60f 17.492 6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. Ll %0 00 N qq- LO 001 p 49 04 3601 SQ. FT z 00 L13 LO 50.85' SEE SHEET 10 � � I N6Er34'32 " W 4.20 0)/ 0 0 N68*34*32N COURSE TABLE COURSE BEARING LENGTH L13 N68*34*32'W 5,00' L14 N6634*32"W 13.83* L15 N2 1 *25-*2T E 1.33, L18 N21*25"29'E 2.33" L17 N6Er34*32" W 4.00" L18 N21*25126'E 3.66$ \\Ods 1 \DATA\C IVIL\l \1 /1-2195\dwq -1:22-b4 PM, islig N \FMll.DWG, 6/17/200,3 1 N68*34t327W 520.64* - (T) 1110, lro \A/ AVER L.Y DRIVE EBMUD 'CD 40.20' 198.79' Mon. to Mon. 0fl- 1305 N6e34`32 ' W (0 amn o -z: f-rN CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4,00' g(roo"OUS 6.28' C2 1.50' 990010u, 2.36* C 1 6 9,50" 9croolou" 14.92' C17 26.50* 90000*0u" 41.630 C18 26-50* 52° 1 0*32" 24,14" C19 26,50' :L 37*49*26 p 'E 17.492 B= AT Y = 545,824.33 X = 1,471,170.34 ElAala OF ElEARINQ0 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG *THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21*25"33" E 1271.33" BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. N GRAPHIC SCALE Z, 20 0 20 40 o P) Q--F-T- 0 re) IN FEET I inch = 20 ft. 3lSJ 1D7Dll VllsUl0N 06ev1/ )0 7PHlE IFAIIRWAS�I%0 BEING A SUBDIVISION OF PCL 2 PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON (1713 pM 40) MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17s 1999 DOC. 2002-0435163-00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE.- 1 = 20' SC�Cl 2003 CSW/STUBER-m-STROEH [StJ2 ENgNEQtING GROW, INC. CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 11 OF 1.4 14219 5\ DWG\ FM 11. DWG .XREF: FM.DWG Qir%Ql A N T�� o 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES. 2,* THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. o UO) 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE C4 LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT. LINE PROLONGATIONS. w 4. :Zx2� HUBS TAGGED RCE 32110 SHALL BE SET AT :c REAR LOT CORNERS. cn co 5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE w w AS SHOWN HEREIN SHALL BE MAINTAINED BY THE Q cn HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R*S. Os 6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. N GRAPHIC SCALE Z, 20 0 20 40 o P) Q--F-T- 0 re) IN FEET I inch = 20 ft. 3lSJ 1D7Dll VllsUl0N 06ev1/ )0 7PHlE IFAIIRWAS�I%0 BEING A SUBDIVISION OF PCL 2 PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON (1713 pM 40) MS 752-98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17s 1999 DOC. 2002-0435163-00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE.- 1 = 20' SC�Cl 2003 CSW/STUBER-m-STROEH [StJ2 ENgNEQtING GROW, INC. CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 11 OF 1.4 14219 5\ DWG\ FM 11. DWG .XREF: FM.DWG Qir%Ql A ta w w w W SEE SHEET 9 40 i 34 35 29 --------- - - - - -- ---------- - - - - -- --------- - - - - -- ----------- - - - - -- � ' � N68!34'327W 520.64" T) ' 1 � WAVERLY DRIVE EBMUD WCWD Monument to Monument 198.79 145.00 85.50' Monument to Monument N6634'327W 547.83* (T) 10.65 4.65 PA&PUE, 2002-04351651 SSE & SDEf 0 1 176 PM 40 to I I I (— 5" PSDE N68*34132"W7-� N--. 2 (T)."- 35-82'000'o' Nt. '� ��,, -...� ��� � Al 44 4.00' N21'025'26"E 119.0 56.% 1, 26.00' ' 10.00 46,0 . I . N6634*327W 10, SDE 2002-435163 IFO SUBDIVISION 8637 10 \ N 68*34327 W )ATA\. H "I.A.1 r) F U 1 ? —./\ I T n \Ai c;' 7 / ? 0 -5�-07 p�A i�lin to 'a to 33.50' N N MOM 0 120.00' Clq Z PCL 2 MO PM 40) ..... N 68*34'327 W 66.00* 121,00' AT -0 = Y = 545,824.33 X = 114719170.34 S1 . Q F....-S F=8RIN : THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21925'332" E 1271,33" BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 3.91 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3* 7131 "' w (n w Uj F 741 1 -.-NOIE: 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS. THEREOF. DISTANCES .ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. 27 x2" HUBS TAGGED RCE 32110 SHALL BE SET AT REAR LOT CORNERS. 5* PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C. C & R'S. 6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND 8 STREET) ARE PUE AND EVA. 2.0 0 20 40 IN FEET I inch - 20 ft. I .m 0l0N 8637 TMILKF W 0 \lN (0 JA 11MAR 7 0 BEING A SUBDIVISION OF -*-'ORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS •:R IN BOOK 176 OF PARCEL MAPS PAG E 40 0 N MAY 17, 1999 DOC. 2002-0435163 00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE.- s -w 0 2003 C CSW/STUBER-STROEH 2 ENGINEERING GROUP, INC* st CONSULTING ENGINEERS 790 DeLong Ave., Novato, CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 12 OF 14 \142195 \OWG \FM12.DWG XREF: FM.DWG 3is B 1581.4 9 Ri SEE SHEET 8 N 6634#327 W 520.6431 (T) -c� 0 C31 AV 0 .73,85* - /2h A 0 ?06 N6634 32 W 547.830 (T) R 40 Ao % .9 ox � � WAVERLY DRIVE 01 0 N 6834'32" W 560.83# (T)- Cl V 77.00' 22.50 > cp J�l 0 0. 71 5' PSDE Ln CD N 3073± SO FT ----------- 70 to -------------- # 01-IN N6Er34'26'W N373711 Cr W 301, 30 cr- 9.69* CN 72 3.20" 0 3: 2637± SO FT cr) 10 IN68*34'25 W N68*34*2EN IZ 31.84* LO 39.83 0 0 • 18-34" 1 *b (%- 4% uwj OP 2:111 0 )JI I C-14 w 0 13.50$ 0 cb V) L3 Q. to to 69 w L4 LO to � U M to I m �. 73 L6 N 68!34 2ErW * 2137± SO FT � � � .... ." 36.67" 10 PSDE ©Q N6934t2EN 29.50' N68!3412ErW 53.33* 36.67" 30.001 F 10 4% "o) to I w 0% V) 36.67 clq a to V) 10 r- V) CS1 Lu to Q- 0 04 N6634*25W z 6 N N > z to 74 0' Z to 68 1 21 37± SCE FT > L4 1-0 clq 2 PUE 04 N z z L31 2" PUE w LO 2to 00 13.50" 18.34' to L-- - . - 0 to 39,83" rZ. N68*34`25 W to I cv N6634`25 -W 31.84" 0 c I,Z cr) q4- 75 to I Lo a- 2504± SO FT 10 2677± SO FT 0 4 100 clq cq 5" PSDE -.3 C1.0 N6934"26*W 119.50$ (T), 77.00" 42050' 77 14-1 to 2677± SO FT I *u LO N68*34125"W N37*371 Cr W I N 3.20* 9.691 0 78 1 : ; 1 C-4 z 0 2504± SCE FT 00 0 n $$w 1 01 • N68*34'25 N6Er34'26'W 0 LO to ft 31-84" to cri 1 39.83 Lol 18-34" 13.5 0$ N L3 w 2' PUE j LO to w L4- LO 79 to to L6 2137± SO FT (b., LO ;D 04 n 04 (0 D z 4 2 (:�v ft N68*34'25»W (N 0-4 to -10' PSDE CNI r%, m w V 1 0 N6634$25rW 29-65 0 N6Er34"2!5*W XL\ 53.33* 2690±, SO FT 36.67 SUNCREST CT. SEE SHEET 14 \ \ads l \DA- A \CIVIL\ \ 1 4L 195 \dwg\ -'M l 3. DWG, 6/19/'2)00-,3 6:07:36 AM) is e N 16 o M 2 to to Vol to cq ot� 13 to w 3: (n w w cn If 0 = AT - Y 5451,824.33 _ X lt471t170.34 COURSE TABLE COURSE BEARING LENGTH Ll N21*25`36111 5.00' L2 N21 #25135r E 13.83* L3 N6Er34*25!'W 1.331 L4 146634126'W 4.33s L5 N21'25'35" E 4.00" F' L6 N6Er34#26'W F5.661 CURVE TABLE COURSE RADIUS DELTA LENGTH Cl 4.00* qu000u* 6.28* C2 1.50" gop000cr 2.36" C6 50,00' 19*16$29" 16,82' C7 20.00* 9900*0 31.42 0 THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LANE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21*25133" E 1271.33$ BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES 25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA COORDINATE SYSTEM 'ZONE 3. NQTE:So a 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES. 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3* LOTS' WITH 'STREET F RC, NTAGE' SHALL ' HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. Z xZ HUBS TAGGED RCE 3.2110 SHALL BE SET AT REAR LOT CORNERS. .5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF TH E C C & R'S. 6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N, A STREET AND B STREET) ARE PUE AND EVA. I "-- lokfaill ull��WIWN I _- 0 20 40 (. . ... . .. . .... .. . .. . ... ... IN FEET I inch - 20 ft. B Hlu\ylt3X(0N 00(63`67 Zil�[IEIFAID��IAASY� BEING. A SUBDIVISION, OF PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN MS 752-98, RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17v 1999 DOC. 2002-0435163-00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE. OF CALIFORNIA MAY 2003 SCALE.- 1 = 20" c0 2003' S".. UTIT CSW/STUBER-STROEH CSt] 2 ENGINEERING � GROUP, INC. CONSULTING ENGINEERS 790 DeLong Ave., Novato., CA. 94945 (415) 892-4763 FAX (415) 892-4502 SHEET 13 OF 14 \142195\DWG\FM13.DWG XREF: FM.DWG 3 01r0l A I N68'34 25 W 3.20' s 20' * � 39.83' r ;� � 13.5' Lo. f a 79 � 21371 SQ FT 10� ' PSDE I N68'34'25 "W 1 SEE SHEET 13 N3737'10"W � ( � ( I � n ant � � I Q. 80 LO 12137t SQ FT 2 PUE MI I � 13.50' 83 2877± SQ FT N88'34 25 W � 3.20' r 99% ~-9 A ate,- »ass N88`3412T W 7 Z � 84 S to I N O 5,00' 26"W I N21'2535" E 5 »w � L3 to � L4 N 68"3425' W 4.33' to � - _ --'-, ( L8 78 � i 2' PUE W � i 10 3.34' 25041 SQ FT u. N 4a a � � I L3 L4 LO E ( r I G� � � , 0 L6 o L6 - ^ 36.67' ' m � _ N68'34'25' W ,;O � 4 m � Gry ;ice N6634'25" W 29.50' -. ' N6634'25" W � � 29.50' 3.00' N68`34'25" W I V iM 36.67" ''' N68034'25" W 30.00' � 2 Q� �+� Lfi V) vai Cs � N68'34'25 "W J � L6 36.67' - - ui X N-' L4 u") � � � L3 L4 f 5 "w+� 'tn IN j L3 �,, ( 88 an ( CO � 3.34' [ 00 26741 SQ FT I Li M ° 100 Lo . I ))w 01 0 � 5' PSDE `n 1 CV) � lo° I ,a n f� v 81 � M - - -- TC � 0 25041 SQ FT 0 42.50' � � uj J 30.00' - - LO � � 11 9.50' (T) ( I N W C w Lo I N _T r Y'W .. N3T37 1 C) to ,c� �� t c3 C� N � 39.83' 13.50' i I u"' 85 � I 21371 SQ FT M � I 0. M� i 86 ft 1 21371 SQ FT `n M � � 2' PUE i � 13.50' (� I� Z � 84 S to I N O 5,00' 26"W I N21'2535" E 25041 SQ FT L3 to 1.33' L4 N 68"3425' W 4.33' to 3 Z L8 4 3.34' I OA i 2' PUE W � M i L3 u. N E a L4 3 I r I G� , 0 L6 _ 36.67'- Z I ' m � _ N68'34'25' W to 29.50' -. ' N6634'25" W � 36.67'' " 3.00' I `- N68034'25" W � 2 Q� �+� Lfi .36.67' J � ui X N-' L4 u") � � L3 3.34' ( f 5 "w+� �,, 0 88 an ( co f ;o 00 26741 SQ FT to 2985± SQ FT cy 10' SDE ct� 5' PSDE ... `_ �..,. � ., -- -- --- � 30.10 • 77.00 42.50 3034'25" W 119.504 PARCEL Q r 30.00 30 +00 ......,,_ , , 18.94 N 67*28'19" W 100.58' N 6649`1 6r 198.44' T PCL 2 PA &PUE 1 (VS PM 40) 2002-0435164 II =O SUBDIVISION 837 � \\0ds1\DATA\CJV]1,__\1`\1 .)195\dwg Z_ g m 11 6/1//'-)00,3 !:'/I:Z-O PM, is w V) w w W n [mil I C� B= 545x824.33 X = 1,471,1 70.34 COURSE TABLE COURSE BEARING LENGTH L1 N2 TO25'35» E 5,00' L2 N21'2535" E 13.83' L3 N88'34'257 W 1.33' L4 N 68"3425' W 4.33' L5 N21 `25'35" E 4.00'. L8 N6Er34'25"i 5.88' CURVE TABLE COURSE RADIUS DELTA LENGTH C 1 4.00' 90000100" 8.28' C2 1.50' 90000'00" 2.35' 7 BAS I a F B EAER I b) GO THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE OF PAVEMENT TAKEN AS N 21 °25'33" E 1271.33' BETWEEN FOUND MONUMENTS AS SHOWN ON THE MAP OF SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PACES 25 --34r CONTRA COSTA COUNlY RECORDS, CALIFORNIA COORDINATE SYSTEM ZONE 3. IES N 1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. DISTANCES ARE GROUND DISTANCES, 2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF THE AREA SUBDIVIDED BY THIS MAP. 3. LOTS WITH STREET"` FRONTAGE SHALL HAVE SIDE LINES DEFINED BY CROSSES ON TOP OF CURBS AT LOT LINE PROLONGATIONS. 4. Zx27 HUBS TAGGED RCE 32110 SHALL. BE SET AT REAR LOT CORNERS. 5. PRIVATE STORM. DRAIN LINES LOCATED .'WITHIN THE PSDE AS SHOWN HEREIN SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS OF THE C C & R'S. 5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. A STREET AND B STREET) ARE PUE AND EVA. 20 0 20 40 IN FEET ) 1 inch = 20 ft. CHI PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON MS 752 -98 RECORDED IN BOOK 176 OF PARCEL MAPS PAGE 40 ON MAY 17, 1999 DOC. 2002 - 0435163 -00 CONTRA COSTA COUNTY RECORDS. CITY OF RICHMOND COUNTY OF CONTRA COSTA STATE OF CALIFORNIA MAY 2003 SCALE: t" = 20' sw 0 zoos CSW/STUBER .. STROEH St 2 ENGIN ING GROUP, INC. CONSULTING ENGINEERS 790 DeLOng Ave., Novato, CA. 94945 (415) 892 -4763 FAX (415) 892 -4502 SHEET 14 OF 14 \142195\DWG\FM14.DWG 3 M-1 r-M4 A XREF: FM. DWG